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Home My WebLink About038-1177-70-000 Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordan ,iLHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 1 eein size. Ian must County include,but not limited to: vertical and horizontal refere e-p. t(BM dir#c)iga,�nd r a j percent slope,scale or dimensions,north arrow,and log"and dis 4iee=6A:barest road. Parcel I.D.# APPLICANT INFORMATION- Please prin Worm-a. "on Reviewed by Date 4iN` 7 Personal information you provide may be used for secondary put o�s;(Privacy l�Y°>c�tvt (1)(m)).' � (� Property Owner ii ";, party l odation �f at�✓�- Jbh�Sp,: �,. •.� Ggvtlhoi"� `lZ 144N 1/4,S T31 ,N,R r' b E(or Property Owner's Mailing Address F ry _ Sot# Block# Subd.Name or CSM# n,&/.a,rk �o �� City State Zip Code Phone Number ❑ City ❑ Village J Town ar oad ` X51a (b�I)27?- 63 +ar ` New Construction Use: residential/Number of bedrooms Addition to existing building El Replacement ❑Public or commercial-Describe: 46-4 4 Code derived daily flow /��y pd 2 7 2 Recommended design loading rate gpd/ft2 trench,gpd/ft2 Absorption area required.S, bed,ft 3 trench,ft Maximum design loading rate bed,gpd/ft2 trench,gpd/ft2 Recommended infiltration surface elevation s) ft(as rate to site pl benchmark) Additional design/site considerations - / �/► 4�t1�J Parent material Flood plain elevation,if applicable /v ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system "S ) U S ❑ U Is RU I S U ❑S , -U r-1 1 s AU SOIL DESCRIPTION REPORT Boring# Lorizon Depth Dominant Color Mottles Structure GPD/ft2 Texture Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench CZ Ground 9e ev ft �� / �/ ,p' .P. Depth to limiting V7 Remarks: Boring# o-7 :/a/A �*r a i . Ground ,� l7 T/ o — PAV*-i N 1/4 �1/�I A&P I��f Depth to limiting c C in. Remarks: CST Name (Please Print) signatuDe Telephone No. Address - Date CST Number . g Z) n �JI?n�SOIL DESCRIPTION REPORT PROPERTY OWNER J , Page of PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench ' d rO 1cr �' �t' ,M- • 5 , b Ground 3 �� elev. ' �P eft. r Z I�'1 Al ,4 (VV Depth to limiting act r , in. Remarks: Boring # Ground elev. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench Boring # ; ........................... ........................... Ground elev. ft. Depth to limiting factor in. Remarks: Boring # .......................... ........................... Ground elev. ft. ' Depth to limiting factor in. Remarks: SBD-8330(R.07/96) Soil Test Plot Plan Project Name John Johnson Shaun B' Address 1964 Kennard St. Maplewood Mn 55109 CSTM #226900 Lot 20 Subdivision Mallard Run Date 11/11/98 E 1 /2 NE 1 /4S4 T 31 N/R 18 W TownshipStar Prairie Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Nail in Tree— System Elevation 96.1 *H R P Same as Benchmark Alt. BM Top of Nail in Tree @ 102.3' Polk/ST.Croix County Line Road CD 50' -2 5' B-3 30' B.M. 80' 9% o Sloe 35' B-1 0' Alt. M. 0 Pro 3 Bedroom Hous ' Parcel #: 038-1177-70-000 05/06/2005 02:25 PM PAGE 1 OF 1 Alt. Parcel#: 04.31.18.882 038-TOWN OF STAR PRAIRIE Current X ST.CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): `=Current Owner JOHN E JOHNSON 'JOHNSON,JOHN E 48 WINTHROP ST N ST PAUL MN 55119 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description " 1085 POLK/ST CROIX RD SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 4.610 Plat: 2170-MALLARD RUN SEC 4 T31 N R1 8W PT NE NE LOT 20 MALLARD Block/Condo Bldg: LOT 20 RUN 4.61 AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 04-31N-18W NE NE Notes: Parcel History: Date Doc# Vol/Page Type 07/23/1997 1248/91 WD 07/23/1997 1220/256 WD 07/23/1997 1200/136 WD 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/13/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.620 45,100 0 45,100 NO Totals for 2005: General Property 4.620 45,100 0 45,100 Woodland 0.000 0 0 Totals for 2004: General Property 4.620 45,100 0 45,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wiscbnsin Department of Industry, SOIL AND SITE EVALUATION Labor and Human Relations 1 Page � of Division of Safety and Buildings In aCCOr ert its jtf V 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 1 h size. Ian m st County include,but not limited to: vertical and horizontal reference poirii(B din O k percent slope,scale or dimensions,north arrow,and locati rft>anii dis ko ne road. Parcel I.D.# �" APPLICANT INFORMATION- Please print al 'lfbrmati W Reviewed by Date Personal Information you provide may be used for secondary purpose (tsriyacy .15. (Y ( ► . Property Owner Y 4el� or�UcZ�� /6.�., p.-,-» S � Lf /L 1Vf1/4,S T .S/ ,N,R i8 E(or)W Property Ow is Mailing Address Block# Subd.Name or CSM# City yy State Zip Code Phone Number d8 g/f�. i E Nearest Road Sf�/fo iX�d� �/ LD (�/,� ) ��,3 33�i ❑ Ci Vil a e Town d�X V i KNew Construction Use: EirResidentiall/Number of bedrooms �` Addition to existing building ❑ Replacement l [__1 Public or commercial-Describe: ,� Code derived daily flow e)�gpd / Recommended design loading rate �" bed,gpd/ft2 trench,gpd/ft2 Absorption area required N` bed,ft2l" '2 trench,ft Maximum design loading rate bed,gpd/ft2 Sj_trench,gpd/ft2 Recommended infiltration surface elevation(s) _ ft(as referred to site plan benchmark) Additional design/site considerations �� o cSl7ifd6/� 'Yel Parent material Flood plain elevation,if applicable ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑S L& U 9S ❑ U ❑s [k U I ❑ s Z U [Is ® U ❑ s R u SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 13 ee- in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench Ground J 7J'711 ele �j to Depth to limiting fa r �3in. Remarks: Boring# 8 JO If 34.3 J6k , 7' Ground Y G- ZJ7 V Y ✓T,�� `'" P ;l�P� � ft• , Depth to limiting factor &-S in. Remarks: CST a (Please Print) Signature Telephone No. / ae E a��.' - 117z Addy6ss lk$) Date CST Number J1 Z1.0-V'r SOIL DESCRIPTION REPORT c-;2 PROPERTY OWNER Page PARCEL 11.1134 Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G D/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Jrench Z' Ground -Z- �- 3 ?39 4 elev.Y, Depth to limiting factor -2-/9—in. Remarks: Boring# M, Ground elev. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/e in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench Boring# .... ...... Ground elev. Depth to limiting factor in. Remarks: Boring# Ground elev. ft. Depth to limiting factor in. Remarks: SBDW-8330(R.08/95) • . - LI c1 2 � f 0 Nz: qj x� Ao d -C, z �